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The paper presents a comprehensive study on the use of externally-bonded fibre-reinforced polymer (FRP) tow sheets for the seismic retrofit of reinforced concrete shear walls, including both laboratory testing and analytical investigations. The findings demonstrate the effectiveness of FRP in enhancing the earthquake resistance of deficient structures and provide design guidelines for a new tube anchor system to improve performance. The study highlights the importance of addressing common deficiencies in ol

Author

Eu

Language

EN